B.TechSemester 62024-25River Engineering 1BCE062

River Engineering 1 (BCE062) - AKTU Question Paper 2024-25

B.Tech · Semester 6 · Free PDF Download

This is the official AKTU River Engineering 1 Previous Year Question Paper for B.Tech Semester 6, academic session 2024-25. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.

Course:B.Tech
Semester:Semester 6
Session:2024-25
University:AKTU / UPTU

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Questions Asked in 2024-25

River Engineering 1 (BCE062) — complete question paper · 70 marks · 3 Hours

Section AAttempt all questions in brief. 02x7=14
  • a
    How are the rivers in alluvial plains classified ?
  • b
    What is Meandering ?
  • c
    Define the river restoration
  • d
    What do you understand with Time-series ?
  • f
    What are the objective of river training ?
  • g
    What is the purpose of groynes ?
Section BAttempt any three of the following: 07x3=21
  • a
    What do you understand by river morphology? Explain Rosgen classification of river
  • b
    Write about delta formation and control
  • c
    Differentiate between the following: A. Reach and corridor. B. Biologs and Rootward
  • d
    Summarize the different steps involved in natural channel design and analysis’of a stream
  • e
    Explain the different river training works
Section CAttempt any one part of the following: 07x 1=07
  • a
    Distinguish between bed load, suspended load and wash load.*Explain with neat sketch, the saltation method of bed load transportation
  • b
    Classify river in flood plain and explain in short
  • a
    Describe various bed forms that occure in alluvial channels
  • b
    Compute the meandering leagth, meander width and river width for a river in flood plain, when the discharge passing through is 90.25, m3/sec
  • a
    What is stream restoration? Explain\stream restoration techniques
  • b
    What is the socio- cultural influences and ethics of steam restoration
  • a
    Explain the bio engineering techniques. Explain any two of them with their limitations?
  • b
    Describe the flow duration and sediment rating curve procedure of estimating the sediment yield of a watershed
  • a
    The following data is given for the guide banks for a bridge on a river having the following data: Paper id: 250773 Roll No: Design discharge = 80000 cumecs. High flood level = 110.0 m Low water level = 100 m Khadir width = 4000 m Lacey’s net factor =1.1 What would be the upstream guide bank ?
  • b
    Explain the design process of guided bund

Question text is extracted from the official AKTU question paper PDF above. Hindi translations are omitted — every question is printed in English in the original paper. Last verified: 2026-08-23.

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